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DISCIPLINE: CIVIL ENGINEERING                                                                                                                        FIFTH SEMESTER

Sl.No.SUBJECTEvaluation SchemeTotal Marks  L+TPTHEORYPRACTICALEND EXAMINTERNAL ASSESSMENTEnd ExaminationSessionalClass TestAssignmentTHEORY1.Structural Design-I4+1--80155----1002.Public Health Engineering4+1--80155----1003.Survey-II4--80155----1004.Transportation Engineering-II4+1--80155----1005.Construction Management 4--80155----100
                       PRACTICAL/SESSIONAL
1.Structural Detailing Practice-I--3--------50502.Survey  Practical-II--7------50501003.Civil Engineering Lab. -II--6------505010020+3164007525100150750NOTE: Evaluation for I.A.(Theory)& Sessional /Practical to be made as per guidelines of SCTE&VT.





STRUCTURAL DESIGN � I    (Th-1)
Period/Week: 	04			Total Marks:	100	Evaluation Scheme;
Total Periods:	60			Theory End Exam: 80=IA(15)+Assignment(05)

(IS:456-2000,SP-16 and SP-34 Codes published by BIS are allowed in the end    
 examination)

        Topic wise Distribution of Periods:
Sl. No.TopicsNo. of Periods01.Introduction to design and detailing0202.Working Stress Method of Design0603.Limit State Method (LSM) of Design0604.Limit States Of Collapse of Singly Reinforced Members in Bending0805.Limit States Of Collapse in Shear  (Design of Shear by LSM)0206.Bond, Anchorage, Development lengths & Splicing (LSM)0507.Beams (LSM)1208.Two-way slabs (LSM)0809.Axially Loaded short columns (LSM)0510Ductile detailing of reinforced concrete structures subjected to seismic 	forces08
RATIONALE :
Safety and durability of a structure depend on appropriate design, proper detailing and construction as per detailed drawing and specification. For this reason, �Design and Detailing� is and important subject for Civil Engineering Diploma Holders. They are most often asked to act as a supervisor in construction projects, in addition to this they may also require to work as a draftsman responsible for preparing detailed drawing for construction sites. Diploma holders re also called upon to assist designers, suggest modifications for repair and renovation work and also to design simple structural elements. The subject attempts to cover the above aspects to civil engineering profession.
OBJECTIVES:
On completion of the subject a student will be able to �
Design of simple R.C. structural elements
Draw structural details for construction

COURSE CONTENTS:
Introduction to design and detailing						
State and explain the objectives of design and detailing
Explain the advantages of Reinforced Concrete
State the different methods of design

Working Stress Method of Design (as per I.S 456,latest version with amendments)						
Explain briefly the general concept, assumption of old Working Stress Method (WSM) of design, moment of resistance of a rectangular section through WSM, concept of under-reinforced, balanced and over  reinforced sections
Basic concept of design of single reinforced members, double reinforced beam sections by working stress method. Design concept only of T-beam (single reinforced)
Limit State Method (LSM) of Design (as per I.S 456, latest version with amendments)	
Define Limit States
State and explain limit states of collapse, serviceability and durability
State and explain the factors responsible for (i)durability of structure, (ii) serviceability of a structure and how they are taken into account in design
Define and explain characteristic strength of materials - steel and concrete
Define and explain briefly different characteristic loads for structures (IS 875 Parts I to V) 
Explain the partial safety factors for loads and material strengths under different load combinations of different limit of states
Draw and explain the assumed actual and design stress-strain diagrams of Mild Steel, HYSD & TMT bars and concrete.
Assumptions in LSM of design.
Limit States Of Collapse of Singly Reinforced Members in Bending	
Explain Ultimate Strength of R.C beams (Limit States Of Collapse in flexure), balanced under reinforced and over reinforced sections, compression stress block in concrete.
Evaluate the depth of neutral axis of a given beam, solve problems
4.3 Calculate moment of resistance using equations in Appendix of IS-456, solve  problems.
Evaluate the minimum depth  for a given design bending moment for singly reinforced Sections, solve problems.
Explain basic considerations, behavior of doubly reinforced beams.
Explain the differences in the behaviors of �T� and �L� beams with rectangular beams.

Limit States Of Collapse in Shear  (Design of Shear by LSM)		
Explain shear cracks and shear failure with or without shear reinforcement
Explain contribution of concrete in resisting design shear, types of shear reinforcement, design of stirrups, minimum shear reinforcement, step-by-step procedure for design of links, shear in slabs, detailing of steel.
Bond, Anchorage, Development lengths & Splicing (LSM)			
Explain and differentiate between bond & anchorage
6.2 Explain and calculate development length for HYSD bars for M20 & M25 grade concrete
6.3 Explain and anchorage of bars (refer to SP 24 and IS 456: clause 25.2.3.1)
6.4 Check the development length at support of a beam
  6.5 Explain the conditions for termination of tension reinforcement in flexural 	members
  6.6 Explain the equivalent development lengths of bonds, IS code provision for anchorage, splicing of bars, laps and importance of laps and anchorage length
Beams (LSM)	
   7.1 Control of deflection and ensuring lateral stability in beams as per Clause 23.2 &   23.3 of IS-456.								
   7.2 Design of singly reinforced rectangular beams, Design of doubly reinforced beams  as per IS 456/SP-16 for bending and shear
Design of T beams as per IS 456 for bending and shear
Slabs (LSM)								
One way slab and two way slab.
One-way & cantilever slabs as per IS 456 for bending and shear
Explain the action of two-way slabs with deflected shape.
 Provision for two-way slab as per I.S. 456-2000
8.4.1	Middle strip and edge strip
8.4.2	B.M. coefficient
8.4.3	Torsion reinforcement
8.4.4	Design of two-way slab as per I.S. 456-2000 and SP: 16 handbook.			8.4.5	Check for deflection, development length and reinforcement requirement &   spacing as per SP:16 and IS-456.

Axially Loaded short columns (LSM)						
Explain short column and long column, state the types of failures that may be observed in columns with sketches, braced and un-braced columns, effective length of columns, design formula for short columns, check for minimum eccentricity, minimum longitudinal reinforcements and transverse reinforcement, detailing at junctions with beams and footing
Design of axially loaded short columns using IS: 456 & SP-16 
10.0	Ductile detailing of reinforced concrete structures subjected to seismic forces 										     
10.1 	Ductility
10.1.1 Definition & necessity
10.1.2 Methods of improving ductility in R.C structures.
10.2	 Stress �Strain diagram of ductile and brittle material
10.3 	Detailing of beam as per I.S. �13920 (clause no. 6.1,6.2,6.3)
10.4 	Detailing of column as per I.S. �13920 (clause no.7.1,7.2,7.3,7.4)
10.5	Detailing of beam column joint

REFERENCE BOOKS:
Reinforced Concrete Structures		-I.C.Syal &A.K. Goel.
Reinforced Concrete Structures 		- Pillai & Menon.
Reinforced Concrete				-HJ Saha.
Fundamentals of Reinforced Concrete	-N.C.Sinha,S.K.Roy.
Earthquake Resistant Design Of Structures	-Pankaj Agarwal & M. Shrikhande
Limit State Method				-A.K.Jain.
IS:456-2000					-BIS Publication
SP-16						-BIS Publication
SP-34						-BIS Publication
IS: 13920						-BIS Publication
         





















PUBLIC HEALTH ENGINEERING   (Th-2)

Period/Week: 	04		Evaluation Scheme; Total Marks:	100
Total Periods:	60			                       Theory: End Exam: 80;
								  IA (15)+Assignment(05)
Topic wise Distribution of Periods:

Sl. No.Topic  (A:WATER SUPPLY)
No. of Periods01.Introduction0102.Quantity of Water0103.Sources of Water0104.Conveyance of Water 0105.Quality of Water0306.Treatment of Water1207.Distribution system0608.Appurtenance in Distribution System0409. W/S plumbing in building05(B:SANITARY ENGINEERING)10. Introduction0111.Quantity of sewage0112.Sewerage system0113.Sewer appurtenances0114.Sewage Characteristics0115.Sewage disposal0116.Sewage treatment0817.Sanitary Plumbing for Building1018.Rural Water Supply & Sanitation02
COURSE CONTENT:
WATER SUPPLY ENGINEERING
INTRODUCTION:
Necessity of treated water supply
Historical development
QUANTITY OF WATER
Water requirements for different uses
Per capita demand, variation in demand and factors affecting demand
Methods of forecasting population, Numerical problems using different methods
SOURCES OF WATER ;
Surface sources � Lake, stream, river and impounded reservoir
Underground sources � aquifer type & occurrence � Infiltration gallery, infiltration well, springs, well � types, suitability
Yield from well- method s of determination, Numerical problems using yield formulae ( deduction excluded)
Sinking of wells, Well components, Well development
Sanitary protection of wells and maintenance of well
Well pumps � type, selection, installation
CONVEYANCE OF WATER :
4.1	Intakes � types, description of river intake, reservoir intake, canal intake
4.2	Pumps for conveyance & distribution � types, selection, installation, most economic diameter of pumping main
4.3	Pipe materials � necessity, suitability, merits & demerits of each type, selection of pipe material
 4.4	Pipe joints � necessity, types of joints, suitability, methods of jointing
	[Note : Detailed study covered under practical, hence students may be asked to prepare detailed sketches as home assignment ]
     Laying of pipes � method, testing
     Pipe corrosion � cause and remedies
QUALITY OF WATER :
Impurities in water � organic and inorganic, classification
Harmful effects of impurities
Analysis of water � sampling and tests for physical, chemical and bacteriological quality, significance of tests (detailed methods of tests will be discussed in laboratory class )
Water quality standards for different uses
TREATMENT OF WATER :
    Note:1.  Design of treatment units excluded.
2.  Students may be asked to prepare detailed sketches of units, preferably   
                  from working drawing, as home assignment
	3.  Field visit to treatment plant, under practical should arranged after covering this unit.

6.1	Flow diagram of conventional water treatment system
6.2	Treatment process / units :
	6.2.1	Aeration ; Necessity, types of aerators, essential features
6.2.2	Plain Sedimentation : Necessity, working principles, Sedimentation tanks � types, essential features, operation & maintenance 
6.2.3	Sedimentation with coagulation: Necessity, principles of coagulation, types of coagulants, determination of coagulant dose (procedure of jar test to be covered under practical)
Flash Mixer � types, essential features, operation
Flocculators - types, essential features, operation & maintenance 
Clarifier - types, essential features, operation & maintenance
6.2.4	Filtration : Necessity, principles, types of filters
Slow Sand Filter - essential features, operation, clearing & maintenance
Rapid Sand Filter - essential features, operation, clearing & maintenance, comparison with slow sand filter, description &  working of operating accessories � rate controller, head � loss gauge etc., Filter operational troubles & remedies
Pressure Filter - essential features, operation, & maintenance, suitability of use
6.2.5	Disinfection : Necessity, methods of disinfection, types of chemical disinfectants criterion for ideal disinfectants
Chlorination � free and combined chlorine demand, available chlorine, residual chlorine, pre-chlorination, break point chlorination, super- chlorination, determination of chlorine dose (testing procedure to be covered under practical), chlorinators � types, feeding
6.2.6	Miscellaneous treatment methods :
Removal of iron & manganese � Necessity, working principles
Softening of water � Necessity, Methods of softening � Lime soda process, Ion exchange method, working principles
Removal of arsenic & fluoride � Necessity, working principles
 Chemicals required in various treatment units, their uses and feeding devices
 Determination of dosage of chemical requirement for coagulation, chlorination, (jar test, Residual chlorine test to be discussed in laboratory), softening, numerical problems on dosage calculation. 
DISTRIBUTION SYSTEM :
     General requirements, types of distribution system-gravity, direct and combined
Methods of supply � intermittent and continuous
Maintenance of required pressure in distribution system head loss in system, 	Calculation of sixe of pipes � application of Hazen � William�s formula,     numerical problems  on determination of size of pipes
Storage � necessity, types � underground, ground level, overhead reservoirs, 	suitability, accessories
Distribution system layout � types, comparison, suitability
Loss and wastage � cause, detection, remedial measures
APPURTENANCE IN DISTRIBUTION SYSTEM :
Valves-types, features, uses, purpose-sluice valves, check valves, air valves, 	scour valves
Fire hydrants
Water meters � types, uses, fixing
[Note: detailed study covered under practical. Students may be asked to prepare sketches as home assignment]
W/S PLUMBING IN BUILDING :
Method of connection from water mains to building supply
General layout of plumbing arrangement for water supply in single storied and 	multi-storied building as per I.S. code.
Water supply fittings-features, uses, purpose, fixing and jointing
Hot water supply � Electric water supply, Solar water heater features, fittings 	and fixing

SANITARY ENGINEERING
INTRODUCTION
Aims and objectives of sanitary engineering
Definition of terms related to sanitary engineering
Systems of collection of wasted � Conservancy and Water Carriage System � features, comparison, suitability
QUANTITY OF SEWAGE :
Quantity of sanitary sewage � domestic & industrial sewage, variation in sewage flow, numerical problem on computation quantity of sanitary sewage, Storm water flow-rational method of computation of flow
Computation of size of  sewer, application of Chazy�s formula, Limiting velocities of flow � self � cleaning and scouring
SEWARAGE SYSTEM :
Types of system-separate, combined, partially separate , features, comparison between the types, suitability
Shapes of sewer � rectangular, circular, avoid-features, suitability
Sewer materials-features, suitability, handing & maintenance � stoneware, cast iron, cement concrete, asbestos cement, precast & cast in situ sewer
Laying of sewer-setting out sewer alignment, excavation and supporting, checking the gradient, preparation of bedding, handling, lowering, laying and jointing, testing of sewer, backfilling, ventilation of sewer, cleaning
SEWER APPURTENANCES ;
Manholes and Lamp holes � types, features, location, function, construction
Inlets, Grease & oil trap � features, location, function, construction
Storm regulator, inverted siphon - features, location, function, construction
Sewage Pumping � necessity, ejectors, location, components of pumping station, types of pumps and selection.
SEWAGE CHARACTERSTICS :
General importance, strength of sewage, Characteristics of sewage-physical, chemical & biological
Analysis of sewage-sampling, tests for � solids, pH, dissolved oxygen, BOD, COD, Nitrogen(Detailed methods of tests to be discussed in laboratory)
Significance of parameters
Bacteriology of sewage-decomposition cycles of sewage � aerobic & an-aerobic � C, N, S cycle
SEWAGE DISPOSAL :
Disposal on land � sewage farming, sewage application and dosing, sewage sickness-causes and remedies
Disposal by dilution � standards for disposal in different types of water bodies, self purification of stream
SEWAGE TREATMENT :
(Note: 	1.Design of treatment units excluded.
2.Students may be asked to prepare detailed sketches of units,preferably from working drawing, as home assignment.
	3.Field visit to treatment plant, under practical should be arranged after covering this unit.)
Principles of treatment, flow diagram of conventional treatment
Primary treatment � necessity, principles, essential features, functions, operation and maintenance of different units � Screens and racks, Grit chamber, primary sedimentation tank
Secondary treatment � necessity, principles, essential features, functions, operation and maintenance of different units � contact bed, tricking filter, activated sludge process, aerated lagoon, oxidation ditch, rotating biological disc
Sludge disposal � sludge digestion - necessity, principles, essential features, operation, construction of  sludge digesters, disposal of digested sludge
Isolated treatment units � features, principles, operation, construction, maintenance of septic tank and soak pit/soak trench, design of septic tank according to I.S. code; oxidation pond � principles & essential features
SANITARY PLUMBING FOR BUILDING :
Requirements of building drainage, layout of lavatory blocks in residential buildings, layout of building drainage
Plumbing arrangement of single storied & multi storied building as per I.S. code practice
Sanitary fixtures � features, function, and maintenance and fixing of the fixtures � water closets, flushing cisterns, urinals, inspection chambers, traps, anti-syphonage pipe
Inspection, testing and maintenance of sanitary fixtures
RURAL WATER SUPPLY & SANITATION :
Spring water source � development, sanitary protection, Maintenance
Roof top rain water harvesting � techniques, elementary Treatment, storage, maintenance
Single pit & two pit latrine � features, construction, Maintenance, disposal of sludge

REFERENCE BOOKS:
1.Text book on water supply and sanitary engineering			-G.S.Birdie
2.Elements of Environmental Engineering				-K.N.Duggal
3.Environmental Engineering						-N.N Basak
4.Environmental Engineering						-A.K. Chatterjee
5.Water Supply and Sanitary Engineering				-S.K.Garg
6.Public Health Engg.							-S.K.Hussain
7.CPHEEO manual Water supply 				-by Ministry of Urban Development,Govt. of  India.
8.CPHEC Mannual-Sewage & Sewage Treatment			-by Ministry of Urban Development,Govt.of India.


SURVEYING � II (Th-3)
Period/Week: 	04			Total Marks:	100	Evaluation Scheme;
Total Periods:	60			Theory End Exam: 80;IA(15)+Assignment(05)

TOPIC WISE DISTRIBUTION OF PERIODS
Sl. No.TopicsPeriods01Levelling0602Contouring0403Principles of theodolite surveying0804Theodolite traversing0805Tacheometry0606Curves0407Setting out works0408Modern surveying methods20
RATIONALE :	
Surveying � II is the essential course following Surveying � I. The course covers the technique of Levelling and contouring; preparing plotting to know the ground profile. It  also covers the technique of handling and use of theodolite, a versatile instrument in surveying for horizontal and vertical angular measurement, traversing, horizontal linear measurement, setting out curves and layout of different types of structures in the site. The course also gives an exposure to the students about the modern surveying instruments. The theory course is supplemented with practical course in Surveying Practice - II
OBJECTIVES :
On completion of the subject a student will be able to 
Conduct plane table survey work in the field using horizontal linear measurements.
Plot the profile map and contour map from the recorded data
Interpret the plotted contour map and compute data from it.
Prepare survey map by conducting traverse survey with theodolite
Measure height of objects with the help of theodolite
Determine horizontal distance by tacheometry
Set out circular curve in the field
Lay out the construction plan of different types of structures at the site
Use modern electronic surveying instruments

COURSE CONTENTS  :
(Theory)
   	LEVELLING :
  Purpose of leveling
  Definition of terms used in leveling � concepts of level surface, Horizontal     
  surface, vertical surface, datum, R. L., B.M.
 Description of essential features  and uses of different types of leveling instruments
Concepts of line of collimation, axis of bubble tube, axis of telescope, Vertical axis
Levelling staff � types, features and use
Temporary adjustments of level, taking reading with level
Concept of bench mark, BS, IS, FS, CP, HI
Principles of leveling � Simple leveling, Differential leveling
Field data entry � level Book � height of collimation method and Rise & Fall  method, comparison, Numerical problems on reduction of levels applying both methods, Arithmetic checks
Different types of leveling, uses and methods � Fly leveling, check leveling, Profile leveling � longitudinal sections and cross-sections
Plotting of profiles
Effects of curvature and refraction, numerical problems on application of correction
Reciprocal leveling � principles, methods, numerical problems, precise leveling
Difficulties in leveling, errors in leveling and precautions
Sensitiveness of bubble tube, determination of sensitiveness
Permanent adjustments of different types of levels
Setting grades and stakes, setting out grades of sewers and related problems 
CONTOURING :
Definitions of related terms, concepts of contours, characteristics of contours
Methods of contouring, plotting contour maps
Interpretation of contour maps, toposheets
Use of contour maps on civil engineering projects � drawing cross-sections from contour maps, locating proposal routes of roads / railway / canal on a contour map, computation of volume of earthwork from contour map for simple structure.
  PRINCIPLES OF THEODOLITE SURVEYING :
Purpose, definition of terms
 Description of features, component parts of a transit theodolite
Fundamental axes of a theodolite, concept of vernier, reading a vernier
Temporary adjustment of theodolite
Concept of transiting � swinging, faceleft, face right, changing face
Measurement of horizontal angles with theodolite by repetition and reiteration method
Measurement of vertical angles with theodolite
Determination of magnetic bearings with theodolite
Measurement of deflection angle, direct angle, setting out angles, prolonging a straight line with theodolite
3.10Errors in theodolite observations
THEODOLITE TRANSVERSING :
4.1Methods of traversing with theodolite � inclined angle method, deflection angle method, bearing method
4.2Plotting th e traverse by coordinate method
4.3Checks for open and closed traverse
4.4 Traverse computation � consecutive coordinates, latitude and departure, Gale�s traverse table, Numerical problems on omitted measurement of lengths & bearings
4.5Closing error � adjustment of angular errors, adjustment of bearings, numerical problems
4.6Balancing of traverse � Bowditch�s method, transit method, graphical method, axis method
4.7Calculation of area of closed traverse
TACHEOMETRY (Only concepts; applications without derivation)
Principles, stadia constants determination
Stadia tacheometry with staff held vertical and with line of collimation horizontal or inclined, numerical problems
Elevations and distances of staff stations � numerical problems 
CURVES :
 compound, reverse and transition curve, Purpose & use of different types of curves in field
Elements of circular curves, numerical problems
Preparation of curve table for setting out 
Setting out of circular curve by chain and tape and by instrument angular methods (i) offsets from long chord, (ii) successive bisection of arc, (iii) offsets from tangents, (iv) offsets from chord produced, (v) Rankine�s method of tangent angles
Obstacles in curve ranging � point of intersection inaccessible
Transition curves � description and their characteristics (numerical problems not required)

SETTING OUT WORKS :
Methods of setting out layouts of structures from construction plans of (i) buildings, (ii) culverts
COMPUTER OF VOLUME :
8.1Methods of computations,formula for different types of cross sections
8.2Calculation of volumes by prismoidal formula and trapezoidal formula, Prismoidal corrections, curvature correction for volumes.
8.3Measurement of volumes from spot levels,Contours and calculation of reservoir capacities.
8.4Mass diagram, construction & characteristics, use of mass diagram.

MODERN SURVEYING METHDS :
8.1	Principles, features and use of (i) Micro optic theodolite, digital theodolite, 
                                                            (ii) Electronic Distance Meter
8.2	Working principles of a Total Station(Set up and use of total station to measure angles, distances of points under survey from total station and the co-ordinates(X,Y & Z or northing,easting, and elevation) of surveyed points relative to Total Station position using trigonometry and triangulation.
8.3	Principles of aerial surveying, uses, interpretation of aerial photographs, stereoscopes �  principles and uses
8.4	Principles of remote sensing, systems(passive and active system) uses(land use/land cover,natural hazards and environmental systems) interpretation of remote sensing images

REFERENCE BOOKS :
Plane Surveying � 		by   Alak. De
Surveying Vol. I, II, III �	 by B. C. Punmia; Laxmi Publication, Delhi � 06
A text book of surveying and leveling � by R. Tagor; Khanna Publishers, Delhi-6
Surveying and Levelling � by Hussain and Nagraj; S. Chand & Co., Delhi
Surveying and Levelling � by S. C. Rangwala; Charotar Book Stall, Pune
Surveying and Levelling � by N. N. Basak; Tata Mcgrew Hill
Higher Surveying	        - A.M. Chandra
Surveying Vol.-I & II		by S.K Duggal







TRANSPORTATION ENGINEERING � II       (Th-4)
Period/Week: 	04			Total Marks:	100	Evaluation Scheme;
Total Periods:	60			Theory End Exam: 80;IA(15)+Assignment(05)
TOPIC WISE DISTRIBUTION OF PERIODS
Sl. No.Topics	      PeriodsSection � A : RAILWAYS01Introduction0102Permanent way0303Track materials0404Geometric for Broad gauge0705Points and crossings0406Laying & maintenance of track05Section � B: BRIDGES
07Introductions0108Bridge Site investigation, hydrology & planning0609Bridge foundation0510.Bridge substructure and approaches0311.Permanent bridges0112.Culvert & cause ways02Section : C : DOCKS & HARBOURS
13Introductions0414.Break waters0215.Docks0316.SECTION-D,	AIR PORT ENGINEERINGIntroduction to Airport Engineering0117.Components of an airport04SECTION-E TUNNEL ENGINEERING18Introductions05RATIONALE ;
Railways, Bridges and Harbour constitute important specialized components of Transportation of our country. Many-a times diploma holders are involved in the construction and maintenance of these vital transportation facilities. Knowledge in the subjects is a very necessary for civil engineering diploma holder.
OBJECTIVES :
On completion of the subject a student will be able to �
Understand the various components of bridges.
Understand the method of selection of site for a bridge by hydrological investigations
Know the necessity functions and depth of bridge foundations
Know the different aspects of culverts, causeways and bridge bearing.
 Know the different types of Railway tracks fastenings method of laying and track maintenance
State the difference types of gauges advantage of uniform gauge and component parts of permanent way.
Understand the  necessity of railway signals and interlocking list the factors to be considered for selection of site for different types of harbours. 
Know the types and functions of the components like break-water, jetties, docks.
COURSE CONTENT
Section � A : RAILWAYS
  Introduction :
1.1Railway terminology
1.2Advantages of railways
1.3Classification of Indian Railways
   Permanent way
Definition and components of a permanent way
Concept of gauge, different gauges prevalent in India, suitability of these gauges under different conditions
  Track materials
Rails
Functions and requirement of rails
Types of rail sections, length of rails
Rail joints � types, requirement of an ideal joint
Purpose of welding of rails & its advantages
Creep definition, cause & prevention
Sleepers
Definition, function & requirements of sleepers
Classification of sleepers
Advantages & disadvantages of different types of sleepers
Ballast
Functions & requirements of ballast
Materials for ballast
Fixtures for Broad gauge
Connection of rails to rail-fishplate, fish bolts
Connection of rails to sleepers
  Geometric for Broad gauge
Typical cross � sections of single & double broad gauge railway track in cutting and embankment
Permanent & temporary land width
Gradients for drainage
Super elevation � necessity & limiting valued
  Points and crossings
Definition, necessity of  Points and crossings
Types of  points & crossings with tie diagrams
Laying & maintenance of track
Methods of Laying & maintenance of track
Details of a permanent way inspector

Section � B : BRIDGES

   Introductions
Definitions
Components of a bridge
Classification of bridges
Requirements of an ideal bridge
Bridge Site investigation, hydrology & planning
Selection of bridge site
Bridge alignments
Determination of flood discharge
Waterway & economic span
Afflux, clearance & free board
Collection of bridge design data & sub surface investigation
Bridge foundation
Scour depth minimum depth of foundation
Types of bridge, foundations � spread foundation, pile foundation- pile driving, well foundation � sinking of wells, caission foundation
Coffer dams
Bridge substructure and approaches
Types of piers
Types of abutments
Types of wing walls
Approaches
Permanent bridges
Masonry bridges
Steel bridges � classification with sketches
Concrete bridges � classification, brief description with sketches
IRC bridge loading
Culvert & cause ways
Types of culvers - brief description
Types of causeways - brief description

Section : C : DOCKS & HARBOURS
 Introduction
Definition
Necessity of harbours
Types of harbours
Components of harbours
Layout of harbor � sketches, description
Criterion for selection of site for a good harbor
Break waters
Definition
Function of break waters
Types of breakwaters - sketches, description
Docks
Definition
Necessity of docks
Function of ducks - sketches, description
Comparison between dry and wet dock




SECTION-D
 	AIR PORT ENGINEERING
        16.0  Introduction to Airport EngineeringaTypes of Airport, Location and orientation of an airport bAirport Terminology        17.0  Components of an airportaRunways, brief description bTaxiways, brief description            SECTION- EAprons, brief description 
Airport layout
                           TUNNEL ENGINEERING
           18.0 Introduction
18.1 Definition, classification, shape and size
18.2 Tunnel cross section for highways and railways
18.3 Shaft-its purpose and construction
REFERENCE BOOKS:

1.A text book of transportation engineering           - N.L. Arora 
2.Atextbookoftransportationengineering                -S.P.Chandola,3Highway engineering                                           - S.K. Khanna, C.E.G. Justo4Roads, railways, bridges and tunnel engineering -B.L. Gupta and Amit Gupta 5Roads, railways, bridges and tunnel engineering - Ahuja and Birdi6Highway Engineering                                            -T.D. Ahuja7Highway Engineering                                            - Gurucharan Singh8.Bridge Engineering -                                               S.P. Bindra 
9.A Text book of Railway Engineering                     - S.C.Sexena&S.P.Arora, 

10.Principles and practice of Bridge engineering       - S.P.Bindra
11.Tunnel Engineering                                                -SC Saxena









	CONSTRUCTION  MANAGEMENT     (Th-5)

Period/Week: 	04			Total Marks:	100	Evaluation Scheme;
Total Periods:	60			Theory End Exam: 80;IA(15)+Assignment(05)


     SCHEME OF TEACHING AND ASSESSMENT
Topic Name of Topic PeriodsNo. 1. Introduction 1 2. Construction planning2 3. Materialscientific management 44. Site Management      125. Construction organizations on66. Labour manaqement 67. Equipment Manaqement t68. Quality Control management 109. Monitoring Process management 610. Safety in construction5construction 
RATIONALE:
The managerial Process involved in Construction Industries like management of Labour,material and equipment to minimize the project cost and project duration and also to optimize the quality of works.

TOPICS AND SUB TOPICS

TOPIC      1   INTRODUCTION

Aims and objectives of construction management.
Functions of  construction management.
The construction team components-owner,engineer,architect,contractor-their functions and interrelationship and jurisdiction.
Resources for construction management-men,machines,materials,money

2.0      CONSTRUCTIONAL PLANNING
2.1     Importance of Construction Planning
2.2	Developing work breakdown structure for construction work
2.3      Construction Planning stages-Pre-tender stage, Post-tender stage.
2.4	Construction scheduling by Bar charts-preparation of Bar Charts for simple construction works.
2.5	Preparation of schedules for labour materials,machinery, finance for small works
2.6	Limitation of Bar charts
2.7	Construction scheduling by network techniques-defination of terms ,PERT and CPM techniques, advantages and disadvantages of two techniques, network analysis, estimation of time and critical path, application of PERT and CPM techniques in sample construction works.
3.0	MATERIALS MANAGEMENT
3.1	Classification of Stores-storage of stock.
3.2	Issue of materials-indent , invoice, bin card
3.3.	Stores Accounting Procedure
     Inspection of stores, T&P account�s register, procedure of write off

SITE MANAGEMENT
Factors influencing selection, design and layout of temporary facilities and services at construction site.
Principles of storing material at site.
Location of equipment organizing labour at site.

CONSTRUCTION ORGANISATION:
5.1	Organization types-line and staff, functions and their characteristics
5.2	Principles of organization- meaning and significance of terms- control, authority, responsibility, job & task.
5.3	Leadership-necessity, styles of leadership, role of leader
5.4	Principles of effective supervision
5.5	Motivation-Classification of motives, different approaches to motivation.
5.6	Human relations-relations with subordinates, peers, Supervisors, characteristics of group behavior, mob pscychology, handling of grievances, absenteeism, labour welfare.
5.7	Conflictsinorganization-genesis of conflicts, types-intrapersonal, interpersonal, intergroup, resolving conflicts, team building

6.0	  LABOUR MANAGEMENT: 

	6.1 	Preparing Labour schedule 
	6.2 	Essential steps for optimum labour output 
	6.3 	Labour characteristics 
	6.4 	Wages & their payment 
	6.5 	Labour incentives 
	6.6 	Motivation 
	6.7 	Morale 
	6.8 	Relevant labour laws and case studies related to labour disputes 

TOPIC  7	EQUIPMENT MANAGEMENT

	7.1 	Preparing the equipment schedule 
	7.2 	Identification of different alternative equipment 
	7.3 	Importance of Owning & operating costs in making decisions for hiring & purchase of equipment 
	7.4 	Inspection and testing of equipment 

7.4 .1	Job layout for different construction sites ego Dam site, multistoried buildings, bridge construction site etc. 
	Equipment maintenance and minor repairs 
	

8.0	QUALITY CONTROL
8.1	Concept of quality in construction
8.2	Quality Standards- during construction, after construction, destructive & non destructive methods.
9.0	MONITORING PROGRESS
9.1	Programme and progress of work
9.2	Work study
9.3	Analysis and control of physical and financial progress corrective measures.
10.0	SAFETY MANAGEMENT IN CONSTRUCTION WORKS:
10.1	Importance of safety
10.2	causes and effects of accidents in construction works
10.3	Safety measures in worksites for excavation, scaffolding, formwork, fabrication and errection, demolition.
10.4	Development of safety consciousness
10.5	Safety legislation- Workman�s compensation act, contract labour act.
	
REFERENCES :
1. Professional construction Management         	 Donald S Berry
2. Construction planning and management         PS Gahlot &	 BM Dhir
3. Construction Management			 Harpalsingh Tata McGraw Hill
    and accounts
4. A management guide to PERT/ CPM 		Jerome D Weist
Ferdinand K Levy
5. Construction equipment 				SC Sharma Khanna Publishers
    and its management
6. Management in Construction 			PP Dharwadker
    Industry
7. Construction Planning equipment		 Robert L Peurifoy &
    and methods Willium B Ledbetter
8. Construction Management Practice 		VK Raina Tata McGraw Hill
9. Construction Management 			Roy Pilcher
10. Construction Management			 Sengupta & Guha Tata McGraw Hill
     and Planning
11. Construction of Structures 			S.C. Rangwala
       Management & works
12. Building, planning, designing and 		Gurucharan Singh
      scheduling
13. Project planning by CPM & PERT		 B.C. Punmia & Khandelwal

14. IS - 3696 (I) -1966 	for Scaffolds 
	15. IS - 3696 (II) -1966 	for Ladders 
	16. IS - 3764 	-1966 	for Execution 
	17. IS - 4130 	-1976 	for Demolition of buildings 
	18. IS -7205 	-1974 	for Erection of steel structures 
	19. IS - 5121 	-1969 	for Piling & other deep foundation 
	20. IS - 5916 	-1970 	for construction involving hot bituminous materials 
	21. IS - 8969 	-1978 	for Erection of concrete framed structures 










Structural Detailing Practice-I  (Pr-1)
Evaluation scheme:
Period per week: 3P                                                      Total periods (Practical):45                                                                                            Sessional:50marks						Total :50marks

1.0   Draw the following with necessity details and schedule of bars from supplied hand sketches or given references such as SP 34
Slab, beam and lintel with chaja as in a simple building (Help from Sections 8&9 of SP 34 may be taken ) Plate I
Columns, column-beam connections with  & without splicing, isolated footing, staircase (Help from sections 6, 7, 10 of SP 34 may be taken) 
Plate 2
Cantilever and a Counter fort retaining walls : deflected shapes of sections at different locations and details of reinforcement (Help from Section 11 and sheet 20 of SP 34 may be taken ) � Plate 3

REFERENCE BOOKS:
Reinforced Concrete Structures		-I.C.Syal &A.K. Goel.
Reinforced Concrete 				-HJ Saha.
Fundamentals of Reinforced Concrete	-N.C.Sinha,S.K.Roy.
Earthquake Resistant Design Of Structures	-Pankaj Agarwal & M. Shrikhande
IS:456-2000
SP-16						-BIS Publication
SP-34						-BIS Publication
IS: 13920						-BIS Publication
         














SURVEYING  -  II ( PRACTICAL )    Pr-2
Evaluation scheme:
Period per week: 6P                                                      End term examination:50marks
Total periods (Practical):90                                           Sessional:50marks                                                  								Total :100marks

COURSE CONTENTS :
Field exercise on :

LEVELLING :
Study of essential features and parts of different types of levels
Study of essential features of different types of leveling staffs
Making temporary adjustments of Levels
Determining Reduced Levels of five given points taking staff readings with Levels.
Determining the difference of levels between two points (3 pairs of points / group) by taking staff readings form single set up of level, recording the readings in level book and application of Arithmetic check. (At least 3 change points must be covered)
Conduct Fly Levelling (Compound) between two distant points with respect to R.L. of a given B.M. and reduction  of levels by both height of collimation and rise & fall method and applying Arithmetic check. (At least 3 change points must be covered)
Finding R. L. of (1) roof, (2) chaja or canopy with reference to the R.L. of given B.M. by taking inverted staff reading.
Conduct profile leveling along the given alignment for a road / canal for 150m length, taking L. S. at every 15m and C. S.  at 1m & 3m apart on both sides at every 30m interval and recording the data in level book and applying arithmetical check.
Plotting the profile of the alignment surveyed in Exercise 6.8 and drawing the grade of alignment desired (To be drawn during the class hours )
Setting out the given grades for a sewer along a given alignment
CONTOURING :
Locating contour points in the given area by direct method / indirect method
Conducting block level survey inn the given area
Plotting and drawing contour map of a given area by radial method.
THEODOLITE :
Study of essential features and parts of transit thodolite, to describe the theodolite with neat sketches
Carry out temporary adjustment of a tansit theodolite and read horizontal and certicla angles to 5 objects
Measurement of horizontal angles (3nos.) by repetition and reiteration method and compare two methods
Prolonging a given straight line with the help of a theodolite
Determination of magnetic bearing of 3 given straight lines
THEODOLITE TRAVERSING ;
Setting out a closed traverse with 6 sides and entering the field data
Plotting the traverse from exercise 4.1 and checking the error of closure
Setting out an open traverse with 5 sides and entering the field data
Plotting the traverse from exercise 4.3 and checking the error of closure
TRIGONOMETRICAL SURVEYING & TACHEOMETRY :
Determination of height of 3 objects whose bases are accessible
Determination of stadia constants
Determination of horizontal distance an elevation with Staff vertical , by stadia method
SETTING OUT CURVES :
Setting out a simple circular curve by offsets from long chord
Setting out a simple circular curve by offsets from the tangent
Setting out a simple circular curve by offsets from chords produces
Setting out a simple circular curve by Rankine�s method of tangent angle (Deflection angles)
SITE SURVEYING :
Setting out a site the center line and foundation width of a building from the given plan
Setting out the foundation line for a culvert
Dividing an area into plots of given size

MODERN SURVEYING INSTRUMENTS :
Study of essential features of 
(i)Microphonic theodolite / digital theodolite.
ii) Measure distance, elevation,horizontal and vertical angle of an object with modern theodolite. between two points with electronic distance meter
Total Station and Electronic Distance Meter
Set up and use of Total Station/EDM for establishing control, detailing surveying,setting out and coordinate check
Extract and relate coordinate information from drawings.
Record angle and distance observations in the field.
Calculate rectangular coordinate information from the field observation.
Calculate polar coordinate setting out information from drawings.
Mainain clear records of calculations.
Check for sources of errors with Total Station.
8.3      Meaure distance between two points with Electronic Distance Meter

REFERENCE BOOKS :
Plane Surveying � 		by   Alak. De; S. Chand & Co
Surveying Vol. I, II, III �	 by B. C. Punmia; Laxmi Publication, Delhi � 06
A text book of surveying and leveling � by R. Tagor; Khanna Publishers, Delhi-6
Surveying and Levelling � by Hussain and Nagraj; S. Chand & Co., Delhi
Surveying and Levelling � by S. C. Rangwala; Charotar Book Stall, Pune
Surveying and Levelling � by N. N. Basak; Tata Mcgrew Hill























CIVIL ENGINEERING LABORATORY-II    (Pr-3)

Fifth Semester Civil Engineering.
 Evaluation scheme:
Period per week: 6P                                                      End term examination:50marks
Total periods (Practical):90                                           Sessional:50marks	                            					 			Total :100marks

TESTS ON SOIL :  (at least Ten experiments to be conducted)
             
     1.1Determination of Water content of Soil by Oven drying method.
Determination of Specific gravity of Soil by Pycnometer/Density bottle.
Determination of Field Density of Soil by Core Cutter Method.
	1.4      Determination of Particle Size gradation of sand/Gravel by sieve analysis.
      	1.5     Wet mechanical analysis using pippette method for clay and silt.
      	1.6  	Determination of Liquid Limit by soil by Casagrandees apparatus.
      	1.7 	Determination of Plastic limit of soil.
      	1.8 	Determination of Shrinkage limit of soil.
      	1.9 	Determination of  Coefficient of permeability of course grained soils under 		      	constant 	head method.
      	1.10 	Determination of MDD & OMC of soil by using modified Proctor Test.
      	1.11  	Determination of  C and $  of Soil sample by Triaxial Test device.
      	1.12 	Determination of Coefficient of Consolidation of soil with Consolidation 			apparatus.
      	1.13	Determination of CBR value using Laboratory CBR Testing device.
      	1.14 	Demonstration of Plate load Test for determination of SBC.
      	1.15 	Demonstration of SPT  for determination of SBC.
      	1.16 	Demonstration of methods of Sampling by using different samplers.
      	1.17 	Demonstration of SCPT and DCPT.
      	 1.18 	Determination of Swelling Index, Swelling factor & Swelling pressure of 			expansion.
2.0 TRANSPORTATION LABORATORY: (at least Ten experiments to be conducted)

	2.1 	Penetration Test of Bitumen.
	2.2 	Ductility Test of Bitumen.
	2.3 	Viscosity Test of Bitumen.
	2.4 	Flash point & Fire Point Test of Bitumen.
	2.5 	Softening point Test of Bitumen.
	2.6 	Determination of Bitumen content by centrifuge extractor.
	2.7 	Determination of striping value of road aggregates .
3.0 PUBLIC HEALTH ENGINEERING LABORATORY: 
	(at least Ten experiments to be conducted)

	3.1 	Determination of Turbidity of water Sample using 			 			Turbidimeter/Nephlometer/Jackson�s Candle Turbidimeter.
	3.2 	Determination of pH of Water sample using (a) pH � meter (b) colour 			Comparator.
	3.3 	Determination of sulphate content of  Water sample.
	3.4 	Determination of Acidity/ Alkalinity of Water sample using method of titration.
	3.5 	Determination of Iron content of Water sample using colorimetric method using 		Nesslers� tube.
	3.6 	Determination of Cloride content of a Water sample using method of titration.
	3.7 	Determination of Bacteriological quality of water sample by Coliform Test.
	3.8 	Determination of Coagulant (Alum) dose requirement for a turbid water sample 		by Jar Test.
	3.9 	Determination of dissolved Oxygen of water sample collected from the field 		using 	Winkler�s method.
	3.10 	Determination of total solids, suspended solids and dissolved solids of waste 		water sample by Gravimetric method.
	3.11 	Determination of Biochemical  Oxygen demand (BOD)of waste water sample 		collected from the field.Determination of residual chlorine in a water sample.
Reference Books: 
1.Concrete Laboratory Manual 				-Gambhir. Danpat rai&Sons.
2.Cement,Aggregate and concrete Laboratory Manual	-Dr. M.Chakraborty
3. Highway material testing Laboratory manual		-S.K.Khanna&C.E.G.Justo.
4. Laboratory manual in Highway material testing	-Ajay K. Duggal,Vijaya p. 
5. Laboratory work in Hydraulic Engineering		-G.L.Asawa.
6.Experimental Hydraulics					-S.N. Ghosh &S.C Talapatra.
7.Laboratory manual in Environmental Engineering	-Prof.P.D.Kulkarni.
1. A text book of Building Construction			-Bindra & Arora	
2. A text book of Building Construction			-Sushil Kumar 
3. S.P-34	

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